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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC Lowest Price | |
| 2 | L2₹4.9 L+₹269 (0.05%)Rejected-Finance | L2 | Rejected-Finance Highest Price | |
| 3 | L3₹5.0 L+₹3,722 (0.76%)Rejected-Finance | L3 | Rejected-Finance Highest Price | |
| 4 | L4₹5.0 L+₹7,819 (1.59%)Rejected-Finance | L4 | Rejected-Finance Highest Price |
| Sl No | Description | Qty | Unit | P GOVINDHARAJ L2 | SRI KRISHNA MANPOWER SUPPLIERS AGENCY L1 | KAY YES CONSTRUCTIONS L3 | AMUDHARASAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). | 83 | m3 | 122.36 ₹10,155.78 | 122 ₹10,126 Lowest | 135 ₹11,205 | 124.57 ₹10,339.69 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 14 | m3 | 5,307.36 ₹74,303.11 Lowest | 5,310 ₹74,340 | 5,320 ₹74,480 | 5,403.48 ₹75,648.67 |
| 3.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 297 | m2 | 309.52 ₹91,926 | 309 ₹91,773 Lowest | 315 ₹93,555 | 315.12 ₹93,590.7 |
| 4.00 | Plain Cement Concrete 1:2:4 mix (One Cement, Two Sand and Four Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 25 | m3 | 6,597.81 ₹1,64,945.24 Lowest | 6,600 ₹1,65,000 | 6,600 ₹1,65,000 | 6,717.29 ₹1,67,932.24 |
| 5.00 | Supplying, fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc.complete complying with standard specifications and as directed by the deparmental engineers. (TNBP No:30) | 200 | Kg | 91.81 ₹18,362.81 | 91.5 ₹18,300 Lowest | 93 ₹18,600 | 93.48 ₹18,695.35 |
| 6.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 2 | m3 | 8,311.93 ₹16,623.86 Lowest | 8,316 ₹16,632 | 8,316 ₹16,632 | 8,462.45 ₹16,924.91 |
| 7.00 | Plastering with CM 1:4 (One part of cement & Four parts of sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standard specifications and as directed by departmental Engineers – (TNBP No:56&57) | 64 | m2 | 576.08 ₹36,869.24 | 576 ₹36,864 Lowest | 580 ₹37,120 | 586.51 ₹37,536.9 |
| 8.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 55 | m3 | 67.8 ₹3,728.78 | 67 ₹3,685 Lowest | 70 ₹3,850 | 69.02 ₹3,796.31 |
| 9.00 | GST 18% | 1 | No | 75,084 ₹75,084 | 75,010 ₹75,010 Lowest | 75,010 ₹75,010 Lowest | 75,084 ₹75,084 |
Tender Value
₹5 L
EMD Value
₹10,001
Closing Date
13 Mar 2026, 3:00 pmClosed
Commissioner
Infantry Road, Vellore Corporation, Vellore-632001.
Construction of Strom Water Drain at Shanmugam Street 035057R2930, Shanmugam 2nd Cross Street 035057R2932 in Ward No. 57 at Zone - III Vellore Corporation.
2026_MAWS_671791_1
4079/2025/E3/GF-25-26/Z3/P15
Open Tender
Civil Works
Works
180 days
Vellore
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,001
16 Oct 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). | 83 | m3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 14 | m3 | - | - |
| 3 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 297 | m2 | - | - |
| 4 | Plain Cement Concrete 1:2:4 mix (One Cement, Two Sand and Four Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 25 | m3 | - | - |
| 5 | Supplying, fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc.complete complying with standard specifications and as directed by the deparmental engineers. (TNBP No:30) | 200 | Kg | - | - |
| 6 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 2 | m3 | - | - |
| 7 | Plastering with CM 1:4 (One part of cement & Four parts of sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standard specifications and as directed by departmental Engineers – (TNBP No:56&57) | 64 | m2 | - | - |
| 8 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 55 | m3 | - | - |
| 9 | GST 18% | 1 | No | - | - |
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